Hello, <\/p>\n
<\/p>\n
I am trying to use EREINF command to embed my reinforcement in my solid concrete elements. I am currently not modeling any non-linearity.<\/p>\n
<\/p>\n
When viewing results from a simple analysis there are erroneous graphs that make me doubt that the EREINF command is working properly. The reinforcements that are aligned in Z direction are showing bulging with large deformations which is very strange. I have 8 sets of reinforcement defined. 3 of them are in Z direction, all have similar erroneous results. The rest of them look fine.<\/p>\n
<\/p>\n
All my solid elements are quad and I did not change any of them. The loading is displacement control in Y direction upwards.<\/p>\n
<\/p>\n
I would be grateful if someone could take a look at my code and help me. I use version 2019 R1 Academic.<\/p>\n
<\/p>\n
Thanks,<\/p>\n
<\/p>\n
Attached are deformations from two sets of reinforcement (deckl and deckt) in my model.<\/p>\n
<\/p>\n
This is the APDL code I used:<\/p>\n
<\/p>\n
FINI
\/PREP7
*SET,MAT_ID,2002 !STEEL REBAR MATERIAL<\/p>\n
DENS_=7850.0
EX_=2.1E+5
NUXY_=0.3<\/p>\n
MP,DENS,MAT_ID,DENS_,
MP,EX,MAT_ID,EX_,
MP,NUXY,MAT_ID,NUXY_,<\/p>\n
AREA_3=71 ! #3
AREA_4=129 ! #4
AREA_5=200 ! #5<\/p>\n
*SET,NEWSEC3,3003<\/p>\n
SECTYPE,NEWSEC3,REINF,DISCRETE,n3
SECDATA,MAT_ID,AREA_3,MESH<\/p>\n
*SET,NEWSEC4,3004<\/p>\n
SECTYPE,NEWSEC4,REINF,DISCRETE,n4
SECDATA,MAT_ID,AREA_4,MESH<\/p>\n
*SET,NEWSEC5,3005<\/p>\n
SECTYPE,NEWSEC5,REINF,DISCRETE,n3
SECDATA,MAT_ID,AREA_5,MESH<\/p>\n
*SET,NEWTYPE,1002
ET,NEWTYPE,200,2<\/p>\n
CMSEL,S,NS_DECKL,ELEM !! DECKL
EMODIF,ALL,TYPE,NEWTYPE
EMODIF,ALL,SECNUM,NEWSEC4
CMSEL,A,NS_CONC,ELEM<\/p>\n
EREINF<\/p>\n
ESEL,S,ENAME,,264 !!
CM,CM_DECKL,ELEM<\/p>\n
CMSEL,S,NS_DECKT,ELEM !! DECKT
EMODIF,ALL,TYPE,NEWTYPE
EMODIF,ALL,SECNUM,NEWSEC4
CMSEL,A,NS_CONC,ELEM
EREINF<\/p>\n
ESEL,S,ENAME,,264 !!
CMSEL,U,CM_DECKL,ELEM
CM,CM_DECKT,ELEM<\/p>\n
<\/p>\n
!!Here is the rest of the definition of reinforcement similar to the two above I removed for this post.<\/p>\n
<\/p>\n
!….<\/p>\n
<\/p>\n
ESEL,S,ENAME,,200
EDEL,ALL<\/p>\n
ALLSEL,ALL<\/p>\n
FINI
\/SOLU<\/p>\n","protected":false},"template":"","class_list":["post-44465","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_bbp_old_topic_id":["16646"],"_bbp_old_topic_author_name_id":["Anonymous"],"_bbp_old_is_topic_anonymous_id":["false"],"_bbp_old_closed_status_id":["publish"],"_bbp_author_ip":[null],"_bbp_old_sticky_status_id":["normal"],"_bbp_likes_count":["0"],"_btv_view_count":["826"],"_bbp_subscription":["251910"],"_bbp_topic_status":["unanswered"],"_bbp_status":["publish"],"_bbp_topic_id":["44465"],"_bbp_forum_id":["27791"],"_bbp_engagement":["14","177771"],"_bbp_voice_count":["2"],"_bbp_reply_count":["5"],"_bbp_last_reply_id":["118405"],"_bbp_last_active_id":["118405"],"_bbp_last_active_time":["2020-06-19 22:10:27"]},"test":"asade010"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/44465","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/topics\/44465\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=44465"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}